Book 3-WS-741 5.1.25.pdf

MIKE DUGGAN, MAYOR

CITY OF DETROIT

WATER AND SEWERAGE DEPARTMENT ENGINEERING DIVISION

CONTRACT NO. WS-741, DWSD NUMBER CS-1921B, TASK 9

WATER SYSTEM IMPROVEMENTS

100% DESIGN SUBMITTAL

DETROIT CITY COUNCIL

MARY SHEFFIELD, PRESIDENT MICHAEL EINHEUSER, CHAIRMAN

EXECUTIVE/ADMINISTRATIVE STAFF

GARY BROWN

DIRECTOR

COLEMAN A. YOUNG II

MARY E. BLACKMON, VICE CHAIRPERSONJAMES TATE, PRESIDENT PRO TEM

LANE COLEMANANGELA WHITFIELD-CALLOWAY

JOHN HENRY DAVISSCOTT BENSON

LINDA D. FORTELATISHA JOHNSON

JANE C. GARCIAGABRIELA SANTIAGO-ROMERO

JONATHAN C. KINLOCHFRED DURHAL III

MARY WATERS

MOHAMAD FARHAT, P.E.

DIRECTOR OF ENGINEERING & CONSTRUCTION

SAMUEL SMALLEY, P.E.

DEPUTY DIRECTOR

ISTAKUR RAHMAN

CHIEF FINANCIAL OFFICER

Know what's Below before you dig.Call

R

BOARD OF WATER COMMISSIONERS

CONTRACT DRAWINGS

FEBRUARY 28, 2025

BOOK 3 OF 3

zimesk CWS Permit zimesk Typewritten Text

ACT-345972 4/1/25

SHEET NO. DESCRIPTION

---- COVER SHEET

G-1 INDEX

G-2 OVERALL LOCATION MAP

G-3 SCHEDULE OF QUANTITIES

G-4 SOIL EROSION AND SEDIMENTATION CONTROL NOTES, C.E.D. NOTES AND

CONTROL POINTS

G-5 WAYNE COUNTY DPS STANDARD NOTES

G-6 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

WATER MAIN PLAN AND PROFILE

WM-1 PLAN AND PROFILE - PLAINVIEW AVE - McNICHOLS TO STA 7+00

WM-2 PLAN AND PROFILE - PLAINVIEW AVE - STA 7+00 TO STA 14+00

WM-3 PLAN AND PROFILE - PLAINVIEW AVE - STA 14+00 TO STA 21+00

WM-4 PLAN AND PROFILE - PLAINVIEW AVE - STA 21+00 TO CURTIS

WM-5 PLAN AND PROFILE - ASHTON AVE - CURTIS TO STA 107+00

WM-6 PLAN AND PROFILE - ASHTON AVE - STA 107+00 TO STA114+00

WM-7 PLAN AND PROFILE - ASHTON AVE - STA 114+00 TO STA 121+00

WM-8 PLAN AND PROFLE - ASHTON AVE - STA 121+00 TO SEVEN MILE

WM-9 PLAN AND PROFILE - GLASTONBURY RD - McNICHOLS TO END WM-10 PLAN AND PROFILE - ROSEMONT - McNICHOLS TO END WM-11 PLAN AND PROFILE - ASHTON AVE - McNICHOLS TO END

WM-12 PLAN AND PROFILE - HARLOW AVE - VERNE TO STA 357+00

WM-13 PLAN AND PROFILE - HARLOW AVE - STA 357+00 TO McNICHOLS

WM-14 PLAN AND PROFILE - OAKFIELD AVE - VERNE TO STA 407+00

WM-15 PLAN AND PROFILE - OAKFIELD AVE - STA 407+00 TO McNICHOLS

WM-16 PLAN AND PROFILE - GILCHRIST ST - FENKELL TO STA 507+00

WM-17 PLAN AND PROFILE - GILCHRIST ST - STA 507+00 TO STA 514+00

WM-18 PLAN AND PROFILE - GILCHRIST ST - STA 514+00 TO STA 521+00

WM-19 PLAN AND PROFILE - GILCHRIST ST - STA 521+00 TO STA 528+00

WM-20 PLAN AND PROFILE - GILCHRIST ST - STA 528+00 TO STA 535+00

WM-21 PLAN AND PROFILE - GILCHRIST ST - STA 535+00 TO STA 542+00

WM-22 PLAN AND PROFILE - GILCHRIST ST - STA 542+00 TO STA 549+00

WM-23 PLAN AND PROFILE - GILCHRIST ST - STA 549+00 TO McNICHOLS

WM-24 PLAN AND PROFILE - MURRAY HILL ST - FLORENCE TO STA 607+50

WM-25 PLAN AND PROFILE - MURRAY HILL ST - STA 607+50 TO STA 614+50

WM-26 PLAN AND PROFILE - MURRAY HILL ST - STA 614+50 TO McNICHOLS

WM-27 PLAN AND PROFILE - RUTHERFORD ST - FENKELL TO STA 707+50

WM-28 PLAN AND PROFILE - RUTHERFORD ST - STA 707+50 TO STA 714+50

WM-29 PLAN AND PROFILE - RUTHERFORD ST - STA 714+50 TO STA 721+00

WM-30 PLAN AND PROFILE - RUTHERFORD ST - STA 721+00 TO PURITAN

WM-31 PLAN AND PROFILE - COYLE ST - SCHOOLCRAFT TO STA 807+00

WM-32 PLAN AND PROFILE - COYLE ST - STA 807+00 TO GRAND RIVER

WM-33 PLAN AND PROFILE - ROBSON ST - SCHOOLCRAFT TO STA 857+00

WM-34 PLAN AND PROFILE - ROBSON ST - STA 857+00 TO GRAND RIVER

WM-35 PLAN AND PROFILE - LAUDER ST - SCHOOLCRAFT TO GRAND RIVER

REVIEWED AND ACCEPTED BY THE DETROIT

WATER AND SEWERAGE DEPARTMENT

ENGINEER OF WATER SYSTEMS DATE

DIRECTOR OF ENGINEERING AND

CONSTRUCTION

DATE

DETAILS

TP-1 TRAFFIC PLAN

TP-2 TRAFFIC PLAN

TP-3 DETOUR PLAN

SD-1 STANDARD WATER MAIN DETAILS

SD-2 STANDARD WATER MAIN DETAILS

SD-3 STANDARD WATER MAIN DETAILS

SD-4 SOIL EROSION AND SEDIMENTATION CONTROL

SD-5 SOIL EROSION AND SEDIMENTATION CONTROL

SD-6 STANDARD RESTORATION DETAILS

SD-7 STANDARD RESTORATION DETAILS

SD-8 STANDARD RESTORATION DETAILS

SD-9 STANDARD RESTORATION DETAILS

SD-10 RESTORATION TREE PLANTING SCHEDULE & DETAILS

SD-11 ELECTRICAL SERVICE ENTRANCE DETAILS

APPR.

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

MANAGER:

DATE

DESIGNED BY: SEAL / STAMP

E D C B A

FILE No.

DRAWING No.

DWSD CONTRACT No.

REF. No.

PORTION CODERANGESECTION MAP SECTIONTOWN

EGLE CWSRF Project No.

CITY OF DETROIT

WATER AND SEWERAGE DEPARTMENT

DETROIT WATER AND SEWERAGE DEPARTMENT

CAPITAL IMPROVEMENT PROJECT

OHM-ADVISORS.COMARCHITECTS ENGINEERS PLANNERS

R

G-1

1145 Griswold, Suite 200 Detroit, MI 48226 P (313) 481-1250

PERMIT SUBMITTAL

PERMIT RESUBMITTAL

TASK 9 WATER MAIN DESIGN

INDEX

CS-1921B

WS-741

AT

SM

GT

CE

9/4/24

2/28/25

GT AT

GT AT

SHEET NO. DESCRIPTION

WATER MAIN RESTORATION PLANS

WMR-1 PLAN - PLAINVIEW AVE - McNICHOLS TO STA 7+00

WMR-2 PLAN - PLAINVIEW AVE - STA 7+00 TO STA 14+00

WMR-3 PLAN - PLAINVIEW AVE - STA 14+00 TO STA 21+00

WMR-4 PLAN - PLAINVIEW AVE - STA 21+00 TO CURTIS

WMR-5 PLAN - ASHTON AVE - CURTIS TO STA 107+00

WMR-6 PLAN - ASHTON AVE - STA 107+00 TO STA114+00

WMR-7 PLAN - ASHTON AVE - STA 114+00 TO STA 121+00

WMR-8 PLAN - ASHTON AVE - STA 121+00 TO SEVEN MILE

WMR-9 PLAN - GLASTONBURY RD - McNICHOLS TO END WMR-10 PLAN - ROSEMONT - McNICHOLS TO END WMR-11 PLAN - ASHTON AVE - McNICHOLS TO END

WMR-12 PLAN - HARLOW AVE - VERNE TO STA 357+00

WMR-13 PLAN - HARLOW AVE - STA 357+00 TO McNICHOLS

WMR-14 PLAN - OAKFIELD AVE - VERNE TO STA 407+00

WMR-15 PLAN - OAKFIELD AVE - STA 407+00 TO McNICHOLS

WMR-16 PLAN - GILCHRIST ST - FENKELL TO STA 507+00

WMR-17 PLAN - GILCHRIST ST - STA 507+00 TO STA 514+00

WMR-18 PLAN - GILCHRIST ST - STA 514+00 TO STA 521+00

WMR-19 PLAN - GILCHRIST ST - STA 521+00 TO STA 528+00

WMR-20 PLAN - GILCHRIST ST - STA 528+00 TO STA 535+00

WMR-21 PLAN - GILCHRIST ST - STA 535+00 TO STA 542+00

WMR-22 PLAN - GILCHRIST ST - STA 542+00 TO STA 549+00

WMR-23 PLAN - GILCHRIST ST - STA 549+00 TO McNICHOLS

WMR-24 PLAN - MURRAY HILL ST - FLORENCE TO STA 607+50

WMR-25 PLAN - MURRAY HILL ST - STA 607+50 TO STA 614+50

WMR-26 PLAN - MURRAY HILL ST - STA 614+50 TO McNICHOLS

WMR-27 PLAN - RUTHERFORD ST - FENKELL TO STA 707+50

WMR-28 PLAN - RUTHERFORD ST - STA 707+50 TO STA 714+50

WMR-29 PLAN - RUTHERFORD ST - STA 714+50 TO STA 721+00

WMR-30 PLAN - RUTHERFORD ST - STA 721+00 TO PURITAN

WMR-32 PLAN - COYLE ST - SCHOOLCRAFT TO STA 807+00

WMR-31 PLAN - COYLE ST - STA 807+00 TO GRAND RIVER

WMR-33 PLAN - ROBSON ST - SCHOOLCRAFT TO STA 857+00

WMR-34 PLAN - ROBSON ST - STA 857+00 TO GRAND RIVER

WMR-35 PLAN - LAUDER ST - SCHOOLCRAFT TO GRAND RIVER

http://www.ohm-advisors.com

00 1000' 2000'

HORIZ.

APPR.

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

MANAGER:

DATE

DESIGNED BY: SEAL / STAMP

E D C B A

FILE No.

DRAWING No.

DWSD CONTRACT No.

REF. No.

PORTION CODERANGESECTION MAP SECTIONTOWN

EGLE CWSRF Project No.

CITY OF DETROIT

WATER AND SEWERAGE DEPARTMENT

DETROIT WATER AND SEWERAGE DEPARTMENT

CAPITAL IMPROVEMENT PROJECT

OHM-ADVISORS.COMARCHITECTS ENGINEERS PLANNERS

R

G-2

1145 Griswold, Suite 200 Detroit, MI 48226 P (313) 481-1250

PERMIT SUBMITTAL

PERMIT RESUBMITTAL

TASK 9 WATER MAIN DESIGN

OVERALL PLAN SHEET

CS-1921B

WS-741

AT

SM

GT

CE

9/4/24

2/28/25

GT AT

GT AT

Know what's below.

before you dig.Call

R

PLAINVIEW AVE

SEE SHEETS WM-1 TO WM-4

ASHTON AVE

SEE SHEETS WM-5 TO WM-8

GLASTONBURY RD

SEE SHEET WM-9

ROSEMONT AVE

SEE SHEET

WM-10

ASHTON AVE

SEE SHEET

WM-11

HARLOW AVE

SEE SHEET WM-12

TO WM-13

OAKFIELD AVE

SEE SHEET WM-14

TO WM-15

GILCHRIST ST

SEE SHEET WM-16 TO WM-23

MURRAY HILL ST

SEE SHEET WM-24 TO WM-26

RUTHERFORD ST

SEE SHEET WM-27 TO WM-30

COYLE ST

SEE SHEET WM-31

TO WM-32

ROBSON ST

SEE SHEET WM-33

TO WM-34

LAUDER ST

SEE SHEET

WM-35

INSTALLATION

METHOD LEGEND

H.D.D. WITH DUCTILE IRON

OPEN CUT WITH DUCTILE

IRON

* SEE WATER MAIN PLANS FOR

SPECIFIC LIMITS OF EACH

INSTALLATION METHOD

APPR.

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

MANAGER:

DATE

DESIGNED BY: SEAL / STAMP

E D C B A

FILE No.

DRAWING No.

DWSD CONTRACT No.

REF. No.

PORTION CODERANGESECTION MAP SECTIONTOWN

EGLE CWSRF Project No.

CITY OF DETROIT

WATER AND SEWERAGE DEPARTMENT

DETROIT WATER AND SEWERAGE DEPARTMENT

CAPITAL IMPROVEMENT PROJECT

OHM-ADVISORS.COMARCHITECTS ENGINEERS PLANNERS

R

G-3

1145 Griswold, Suite 200 Detroit, MI 48226 P (313) 481-1250

PERMIT SUBMITTAL

PERMIT RESUBMITTAL

TASK 9 WATER MAIN DESIGN

SCHEDULE OF QUANTITIES

CS-1921B

WS-741

AT

SM

GT

CE

9/4/24

2/28/25

GT AT

GT AT

CONTROL POINTS

Point #

CP100

CP101

CP102

CP103

CP104

Elevation

163.41

174.99

169.18

172.46

160.40

Northing

338283.81

339799.64

335779.94

333271.08

325602.72

Easting

13428235.99

13431785.83

13432267.95

13435761.44

13440862.59

Know what's below.

before you dig.Call

R

1. THE CONTRACTOR SHALL OBTAIN A CITY OF DETROIT STREET RIGHT-OF-WAY

PERMIT FROM THE INSPECTION PERMIT OFFICE OF THE ENGINEERING DIVISION.

2. THE CONTRACTOR SHALL COMPLY WITH ALL THE CITY ENGINEERING DIVISION

STREET RIGHT-OF-WAY PERMIT REQUIREMENTS.

3. NEW GATE VALVE WELLS, FIRE HYDRANTS AND ANY SURFACE ITEMS SHALL NOT

BE LOCATED IN SIDEWALK RAMPS, LANDINGS AND/OR CROSSWALKS.

4. ALL NEWLY CONSTRUCTED OR RECONSTRUCTED SIDEWALKS IN THE CITY OF

DETROIT'S RIGHT-OF-WAY, SHALL HAVE A MAXIMUM 2% CROSS-SLOPE. IN

ADDITION THERE SHALL BE A SUFFICIENT SLOPE ON THE SIDEWALK TO ASSURE

DRAINAGE TO THE STREET (TRY TO MAINTAIN AT LEAST A 1% SLOPE IN THE

DIRECTION OF FLOW).

5. THE CONTRACTOR IS REQUIRED TO MEET D.P.W. ROADWAY PATCHING AND SIDE

WALK PATCHING PER DIVISION 15 AND AS DETAILED IN THESE PLANS, AND ADA

RAMP DETAILS PER MDOT STANDARD PLAN R-28-SERIES.

6. THE CONSTRUCTION CONTRACTOR NEED TO SUBMIT THE CONSTRUCTION

PHASING AND DURATION OF EACH PHASE IN ORDER TO MINIMIZE THE IMPACT TO

VEHICULAR AND PEDESTRIAN TRAFFIC.

7. WHENEVER SIDEWALKS ARE CLOSED, PEDESTRIAN DETOUR SIGNS NEED TO BE

POSTED.

CITY OF DETROIT, DPW, CITY ENGINEERING DIVISION REQUIREMENTS

CITY ENGINEERING DIVISION NOTES

A PRE-CONSTRUCTION MEETING SHALL

BE REQUIRED PRIOR TO COMMENCING

THE ROAD PAVING ACTIVITY.

PRE CONSTRUCTION MEETING

1. REFER TO SPECIFICATION 01 57 13 IN THE CONTRACT DOCUMENTS FOR THE CONTRACTOR'S

RESPONSIBILITIES CONCERNING SOIL EROSION AND SEDIMENTATION CONTROL. REFER TO

SHEETS SD-4 AND SD-5 FOR SOIL EROSION AND SEDIMENTATION CONTROL DETAILS.

2. THE CONTRACTOR SHALL ARRANGE HIS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT

THE CONSTRUCTION AREA WILL NOT BE SUSCEPTIBLE TO SOIL EROSION AND THAT THE

CONSTRUCTION OPERATIONS WILL NOT CREATE ANY SILTATION PROBLEMS.

3. THE CONTRACTOR SHALL EMPLOY NECESSARY MEANS AND METHODS TO PREVENT EXCAVATED

AND LOOSE SOIL MATERIAL FROM BEING COLLECTED ON TIRES OF TRUCKS AND OTHER

EQUIPMENT AND BEING DEPOSITED ON STREETS AND ROADS TO AND FROM THE CONSTRUCTION

SITE.

4. THE CONTRACTOR SHALL CONTROL DUST AT THE CONSTRUCTION SITE AND ON THE PUBLIC

STREETS USED AS HAUL ROADS. THE CONTRACTOR SHALL BE FAMILIAR WITH AND FOLLOW THE

REGULATIONS OUTLINED BY THE CITY OF DETROIT FUGITIVE DUST ORDINANCE NO. 32-17

CHAPTER 22, ARTICLE 5.

5. THE DISTANCE BETWEEN THE POINT OF COMPLETE BACK FILLING AND THE PIPE LAYING SHALL

NOT EXCEED 40 FEET.

6. THE CONTRACTOR SHALL EMPLOY POSITIVE MEANS TO PREVENT SOIL AND OTHER DEBRIS FROM

ENTERING THE EXISTING STREET DRAINAGE SYSTEM. THE EXISTING CATCH BASIN AND DRAIN

SYSTEM IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN TO AT LEAST THE CONDITIONS

PRIOR TO CONSTRUCTION.

7. IN ADDITION TO THE ABOVE REQUIREMENTS, THE CONTRACTOR'S ATTENTION IS DIRECTED

SPECIFICALLY TO DIVISION 14E, "EROSION CONTROL PROGRAM" OF THE CITY ENGINEERING

DEPARTMENT'S CURRENT "STANDARD SPECIFICATIONS FOR PAVING AND RELATED

CONSTRUCTION." LOCATED AT:

https://detroitmi.gov/document/standard-specifications-paving-and-related-construction

8. THE CONTRACTOR SHALL PERFORM ALL ACTIVITIES NECESSARY TO COMPLY WITH THE

TEMPORARY EROSION AND SEDIMENT CONTROL SPECIFICATION AND THE CITY ENGINEERING

EROSION CONTROL PROGRAM.

9. PERMITTEE AND CONTRACTORS ARE SUBJECT TO: PUBLIC ACT 451 OF 1994, AS AMENDED PART

201. IN THE EVENT OF EXCAVATION ENCOUNTERING ENVIRONMENTAL CONTAMINATION OR AN

UNDERGROUND TANK IN MDOT AND/OR OTHER PROJECT RIGHT OF WAY, WORK WITHIN THE RIGHT OF WAY SHALL CEASE UNTIL ALL ACTIONS/NOTIFICATIONS SPECIFIED BY PART 201 HAVE BEEN

COMPLETED.

10. ALL SOIL EROSION AND SEDIMENTATION CONTROL WORK IS CONSIDERED INCIDENTAL TO THE

CONTRACT, WITH THE EXCLUSION OF THE GREEN STORM WATER INFRASTRUCTURE WORK.

SOIL EROSION AND SEDIMENTATION CONTROL

TO REPORT AN EMERGENCY FIELD CONDITION CALL:

DTE ENERGY ELECTRICAL ................................................(800) 477-4747

INTERNATIONAL TRANSMISSION CO. ..............................(877) 482-4829

DETROIT PUBLIC LIGHTING AUTHORITY .........................(313) 324-8290

DETROIT WATER & SEWERAGE DEPT..............................(313) 267-8000

DTE ENERGY GAS ...............................................................(800) 947-5000

CONSUMERS ENERGY GAS ...............................................(800) 477-5050

SUNOCO PIPELINE LP .....(313) 969-9478/(313) 590-9598/(313) 215-1843

SBC/AT&T ............................................................................ (800) 288-2020

COMCAST CABLE .............................................................. (800) 934-6489

DPW TRAFFIC SIGNAL CONDUIT ...................................... (313) 628-5627

APPR.

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

MANAGER:

DATE

DESIGNED BY: SEAL / STAMP

E D C B A

FILE No.

DRAWING No.

DWSD CONTRACT No.

REF. No.

PORTION CODERANGESECTION MAP SECTIONTOWN

EGLE CWSRF Project No.

CITY OF DETROIT

WATER AND SEWERAGE DEPARTMENT

DETROIT WATER AND SEWERAGE DEPARTMENT

CAPITAL IMPROVEMENT PROJECT

OHM-ADVISORS.COMARCHITECTS ENGINEERS PLANNERS

R

G-4

1145 Griswold, Suite 200 Detroit, MI 48226 P (313) 481-1250

PERMIT SUBMITTAL

PERMIT RESUBMITTAL

TASK 9 WATER MAIN DESIGN

SESC NOTES C.E.D. NOTES AND CONTROL POINTS

CS-1921B

WS-741

AT

SM

GT

CE

9/4/24

2/28/25

GT AT

GT AT

1. PRIOR TO PAVEMENT REMOVAL THE CONTRACTOR SHALL CONTACT WAYNE

COUNTY ENGINEER/INSPECTOR TO VERIFY IF THE EXISTING GRADE OF THE

GUTTER LINES AND THE TOP OF CURBS ARE NEEDED AND TO BE PROVIDED

AS REQUESTED.

2. SAW-CUT FULL DEPTH OF THE EXISTING PAVEMENT TO THE NEAREST JOINT

WITHIN WAYNE COUNTY ROAD RIGHT-OF-WAY AND REMOVE THE EXISTING

PAVEMENT AND CURB OR AS DIRECTED BY WAYNE COUNTY ENGINEER.

3. CONSTRUCT THE PRIMARY ROADS AS FOLLOWS:

· CONSTRUCT WAYNE COUNTY PRIMARY ROAD PAVEMENT PER WAYNE

COUNTY PERMIT STANDARDS, "PR-1" OR "PR-2" AS APPLICABLE, OR AS

DIRECTED BY THE WAYNE COUNTY ENGINEER.

· PLACE 9" OF 21AA AGGREGATE COMPACTED TO MINIMUM 95% DENSITY

OR MAXIMUM UNIT WEIGHT OR AS DIRECTED BY WAYNE COUNTY

ENGINEER.

· CONSTRUCT WAYNE COUNTY ROAD PAVEMENT REPAIR WITHIN MINMUM

2" HMA (F) ON MINIMUM OF 10" NON-REINFORCED CONCRETE 35P MIX

(3500 PSI AT 28 DAYS) AND INTEGRAL STRAIGHT CURB TYPE "4" AS PER

WAYNE COUNTY PERMIT STANDARDS, "RS-3" OR AS DIRECTED BY WAYNE

COUNTY ENGINEER.

· TIE THE NEW PAVEMENT TO THE EXISTING PAVEMENT WITH #5 EPOXY

COATED TIE BARS AT MAXIMUM 43-INCH ON CENTER LONGITUDINALLY

AND AT 18-INCH ON CENTER TRANSVERSELY AS PER WAYNE COUNTY

PERMIT STANDARDS, "RS-2" OR AS DIRECTED BY THE COUNTY ENGINEER.

· PLACE THE CONSTRUCTION JOINTS OF THE NEW PAVEMENT TO MATCH

THE EXISTING PAVEMENT JOINTS OR AS DIRECTED BY WAYNE COUNTY

ENGINEER.

4. ANY DAMAGED UNDERDRAIN AS A RESULT OF THIS PROJECT ACTIVITY SHALL

BE RECONSTRUCTED PER WAYNE COUNTY PERMIT STANDARDS, "S-14" OR AS

DIRECTED BY THE WAYNE COUNTY ENGINEER.

5. ANY DAMAGED SIDEWALK AS A RESULT OF THIS PROJECT ACTIVITY SHALL BE

RECONSTRUCTED AS PER WAYNE COUNTY PERMIT STANDARDS, "RS-5" OR AS

DIRECTED BY THE WAYNE COUNTY ENGINEER. MAINTAIN 2% MAXIMUM

TRANSVERSE SLOPE ON THE SIDEWALK.

6. ANY DAMAGED SIDEWALK RAMPS AS A RESULT OF THIS PROJECT ACTIVITY

SHALL BE RECONSTRUCTED PER MDOT STANDARDS, "R-28-J" OR AS

DIRECTED BY THE WAYNE COUNTY ENGINEER.

7. STRUCTURE ADJUSTMENT SHALL BE DETERMINED ON SITE BY THE WAYNE

COUNTY ENGINEER.

8. THE CONTRACTOR IS RESPONSIBLE TO RESOLVE ANY WATER PONDING

ISSUES AND MAINTAIN A POSITIVE FLOW ALONG THE GUTTER LINE WITHIN

THE LIMIT OF THE PROJECT.

9. RELOCATE, RESTORE, OR REPLACE ANY TRAFFIC SIGNS THAT ARE AFFECTED

BY THIS CONSTRUCTION AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

10. ALL EXISTING GAS MAINS TO BE ABANDONED IN-PLACE WITHIN WAYNE

COUNTY RIGHT-OF-WAY SHALL BE FILLED WITH FLOWABLE FILL. CUT AND CAP

ALL EXISTING GAS MAINS WHEN ABANDONING, TYP.

WAYNE COUNTY CONSTRUCTION NOTES:

A PRE-CONSTRUCTION MEETING SHALL

BE REQUIRED PRIOR TO COMMENCING

THE ROAD PAVING ACTIVITY.

THE FOLLOWING WAYNE COUNTY STANDARD DETAILS APPLY TO

WAYNE COUNTY ROADS IN THIS CONTRACT. THESE DETAILS MAY

BE OBTAINED ONLINE AT:

https://www.waynecounty.com/departments/publicservices/engineering/construction-permit.aspx

ALL WORK WITHIN WAYNE COUNTY'S JURISDICTION SHALL BE DONE AS DIRECTED BY THE WAYNE COUNTY ENGINEER, CURRENT WAYNE COUNTY SPECIFICATIONS AND STANDARDS SHALL APPLY WHERE DIFFERENT FROM THESE NOTES AT THE TIME OF CONSTRUCTION.

A. SEE TRAFFIC RESTRICTIONS IN SPECIFICATIONS.

B. ONE LANE OF THROUGH TRAFFIC SHALL BE MAINTAINED IN EACH DIRECTION AT ALL TIMES.

C. AT SIGNALIZED INTERSECTIONS, WHERE A CENTER LEFT-TURN-LANE IS PROVIDED, ONE LANE OF THROUGH TRAFFIC AND A LEFT-TURN-LANE SHALL BE MAINTAINED IN ALL DIRECTIONS WITHIN 250 FEET OF THESE

INTERSECTIONS AT ALL TIMES.

D. ALL TRAFFIC CONTROL DEVICES SHALL BE MAINTAINED, INSTALLED, AND/OR SALVAGED AND RESET IN

ACCORDANCE WITH CURRENT M.D.O.T. STANDARDS AND SPECIFICATIONS.

E. THE REMOVAL AND INSTALLATION OF PAVEMENT MARKINGS SHALL ALSO CONFORM TO THE CURRENT

M.D.O.T. STANDARDS AND SPECIFICATIONS

F. ALL CHARGES INCURRED BY THE DEPARTMENT TO REPLACE AND/OR MAINTAIN TRAFFIC CONTROL ITEMS

REMOVED AND NOT REPLACED BY THE CONTRACTOR, WILL BE BILLED TO THE CONTRACTOR.

G. ALL CONSTRUCTION STAGING AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE

MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD).

A. ALL UTILITIES, INCLUDING DRAINAGE FACILITIES, SHALL BE LOCATED PRIOR TO EXCAVATION IN THE W.C.D.P.S.

RIGHT-OF-WAY.

B. M.D.O.T. FACILITIES ARE NOT LOCATED THROUGH THE MISS DIG SYSTEM.

A. APPLICABLE WARNING, REGULATORY, AND GUIDE SIGNS SHALL NOT BE REMOVED, BUT SHALL BE RETAINED DURING THE PROGRESS OF THE WORK IN THEIR EXISTING LOCATION UNLESS OTHERWISE DIRECTED BY

W.C.D.P.S. OR ITS INSPECTOR.

B. ALL SIGNS REQUIRING RELOCATION DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE SALVAGED, AS PER THE CURRENT VERSION OF THE M.D.O.T. STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND REINSTALLED BY THE CONTRACTOR AT THE ORIGINAL LOCATION UNLESS OTHERWISE DIRECTED BY M.D.O.T. OR THEIR

INSPECTING AGENCY, OR THE COUNTY ENGINEER.

C. SALVAGED SIGNS SHALL BE RE-INSTALLED NO LATER THAN ONE (1) DAY AFTER THE COMPLETION OF THE

WORK OR THIRTY (30) DAYS AFTER THEIR REMOVAL, WHICHEVER OCCURS FIRST.

A. SAFE AND ADEQUATE TRAVEL ROUTE FOR PEDESTRIANS SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT

THE PROJECT.

B. THE CONTRACTOR SHALL SUBMIT A PEDESTRIAN TRAFFIC PLAN TO THE W.C.D.P.S. DISTRICT TRAFFIC AND

SAFETY DIVISION FOR REVIEW AND APPROVAL PRIOR TO STARTING CONSTRUCTION.

C. PEDESTRIANS SHALL NOT BE DETOURED INTO THE EXISTING ROADWAY. INDICATE THE METHODS OF

MAINTAINING PEDESTRIAN TRAFFIC THROUGH THE WORK AREA, WHEN APPLICABLE.

A. ALL WORK WITHIN THE WAYNE COUNTY ROAD RIGHT-OF-WAY (ROW) AND DRAIN EASEMENT SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARDS AND GENERAL SPECIFICATION, INCLUDING SOIL EROSION AND SEDIMENTATION CONTROL OF THE WAYNE COUNTY DEPARTMENT OF PUBLIC SERVICES, AND M.D.O.T. 2012, OR LATEST VERSION, SPECIFICATION FOR CONSTRUCTION.

B. THESE PLANS ARE NOT VALID WITHOUT ATTACHMENT OF THE WAYNE COUNTY PERMIT

SPECIFICATIONS FOR CONSTRUCTION WITHIN ROAD ROW, PARKS, DRAIN EASEMENTS OR SANITARY

SEWER UNDER THE JURISDICTION OF WAYNE COUNTY. (07/01/93) REVISED 12-15-2004.

C. CONTRACTOR SHALL CONTACT MISS DIG AT 811 TO IDENTIFY AND FLAG/MARK THE LOCATIONS OF ALL

UNDERGROUND UTILITIES AT THE PROPOSED CONSTRUCTION AREAS PRIOR TO START OF

CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND

ELEVATIONS OF ALL UNDERGROUND UTILITIES, AND RESOLVE ANY CONFLICT BETWEEN THE

PROPOSED WORK AND THE EXISTING UNDERGROUND OR ABOVEGROUND UTILITIES.

D. CONTRACTOR SHALL MAINTAIN 18" MINIMUM VERTICAL CLEARANCE AND 3 FEET MINIMUM HORIZONTAL CLEARANCE BETWEEN THE PROPOSED AND EXISTING UTILITIES. ANY PROPOSED UTILITIES PERMITTED TO CROSS UNDER THE ROAD OR DRAIN, MUST BE PLACED A MINIMUM OF 7 FEET BELOW THE LOWEST

POINT OF ROAD, OR 6 FEET BELOW THE DRAIN BOTTOM. OVERHEAD WIRES/CABLES MUST BE

INSTALLED 18 FEET MINIMUM ABOVE THE ROAD CENTERLINE. TO RELOCATE ANY UTILITY WITHIN THE ROAD ROW, THE CONTRACTOR SHALL COORDINATE THE RELOCATION WITH THE UTILITY COMPANY

AND AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

E. ALL SURVEY MONUMENTS/CORNERS AND BENCH MARKS LOCATED WITHIN THE CONSTRUCTION AREA MUST BE PRESERVED IN ACCORDANCE WITH PUBLIC ACT 74 AS AMENDED(INCLUDING ACT 34,P.A. 2000)

AND AS PER WAYNE COUNTY PERMIT RULE 1.5. THE PERMIT HOLDER AND CONTRACTOR SHALL

COORDINATE THE WORK WITH A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF MICHIGAN DURING CONSTRUCTION ACTIVITIES FOR THE PURPOSE OF WITNESSING PRESERVING OR REPLACING

SURVEY MONUMENTS AND MONUMENT BOXES.

F. EXPOSURE OF ANY UTILITIES UNDER THE PAVEMENT WILL NOT BE PERMITTED, UNLESS APPROVED BY THE WAYNE COUNTY ENGINEER. PAVEMENT REMOVAL AND REPLACEMENT SHALL BE PERFORMED PER APPLICABLE WAYNE COUNTY STANDARD DETAILS AN AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

G. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITHIN THE WAYNE COUNTY ROAD ROW AND DRAIN EASEMENT WITH 3" TOPSOIL, THM SEED MIX AND MULCH. SLOPES STEEPER THAN 1 ON 3 SHALL

BE RESTORED BY PLACING SOD ON 2" TOPSOIL.

H. ALL BACKFILLS UNDER OR WITHIN 3 FEET OF THE PROPOSED OR EXISTING PAVEMENT, CURB OR SIDEWALK SHALL CONFORM TO THE WAYNE COUNTY TRENCH "B" BACKFILL REQUIREMENTS. TRENCH "A" BACKFILL MAY BE USED WITHIN THE ROAD ROW AREAS UNDER CONDITIONS OTHER THAN THOSE

SPECIFIED FOR TRENCH "B".

I. CONTRACTOR IS RESPONSIBLE FOR RESTORING OR REPLACING ALL DISTURBED LANDSCAPED AREAS, SPRINKLER SYSTEMS, FENCES, SIGNS, MAIL BOXES, ETC. WITHIN THE WAYNE COUNTY ROAD ROW

AND/OR AS DIRECTED BY THE COUNTY ENGINEER.

J. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. OTHERWISE, DETOURING TRAFFIC

MUST BE PER APPROVED PLANS. ALL SIGNING AND TRAFFIC CONTROL DEVICES SHALL BE IN

ACCORDANCE WITH THE LATEST EDITION OF M.M.U.T.C.D.

A. SAW CUT FULL DEPTH OF THE EXISTING PAVEMENT AT 12" FROM BACK OF CURB AND REMOVE

PAVEMENT, CURB AND CURB DROP OR AS DIRECTED BY WAYNE COUNTY ENGINEER.

B. CONSTRUCT THE DRIVE APPROACH OPENING PER WAYNE COUNTY STANDARDS DETAILS "D-6" OR AS

DIRECTED BY WAYNE COUNTY ENGINEER.

C. CONSTRUCT CURB AND CURB DROP PER WAYNE COUNTY STANDARDS DETAILS "D-7" OR AS

DIRECTED BY WAYNE COUNTY ENGINEER.

D. PLACE MINIMUM 6" OF 21AA BASE COURSE AGGREGATE COMPACTED IN PLACE TO 95% MAXIMUM DENSITY OF ITS UNIT WEIGHT UNDER THE PROPOSED DRIVE APPROACH OR AS DIRECTED BY WAYNE

COUNTY ENGINEER.

E. CONSTRUCT THE DRIVE APPROACH WITH 8" NON-REINFORCED CONCRETE P1 MIX AND INTEGRAL STRAIGHT CURB TYPE "3" AS PER WAYNE COUNTY STANDARDS DETAIL "RS-3" OR AS DIRECTED BY

WAYNE COUNTY ENGINEER.

F. DROP CURB TO ZERO HEIGHT AT FACE OF SIDEWALK.

G. PLACE 1" EXPANSION JOINT BEHIND THE CURB THROUGHOUT THE DRIVE APPROACH OR AS

DIRECTED BY WAYNE COUNTY ENGINEER.

H. CONSTRUCT THE SIDEWALK THROUGHOUT THE DRIVE APPROACH WITH 8" NON REINFORCED

CONCRETE PER WAYNE COUNTY STANDARDS DETAILS "RS-5" OR AS DIRECTED BY WAYNE COUNTY

ENGINEER.

I. MAINTAIN MAX 2% TRANSVERSAL SLOPE ON THE SIDEWALK.

J. PLACE 1/2" EXPANSION JOINT AT SIDEWALK FACES.

K. STRUCTURE ADJUSTMENT SHALL BE DETERMINED AT THE SITE BY WAYNE COUNTY ENGINEER.

L. RECONSTRUCT EXISTING DISTURBED RESIDENTIAL DRIVE APPROACH PER WAYNE COUNTY

STANDARD DETAIL "D-1" AND/OR AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

A. ALL OPEN CUTS SHALL BE PLATED DURING NON-WORKING HOURS OR AS DIRECTED BY THE COUNTY

ENGINEER.

B. ALL OPEN CUT TRENCHES WITH VERTICAL FACES GREATER THAN FIVE FEET SHALL HAVE SHORING, BRACING

OR BOX TRENCH TO PREVENT TRENCH COLLAPSES AND SHALL MEET M.I.O.S.H.A. STANDARDS.

C. PROVIDE 7' MIN. COVER FOR PROPOSED WATER MAINS WITHIN W.C. ROAD PAVEMENTS, MEASURED FROM GUTTER LINE. MAINTAIN 7' MIN. ACROSS ROAD TO FARTHER OF 3' BEHIND CURB OR TO STORM SEWER.

D. WHERE DIRECTED BY COUNTY ENGINEER, JACK AND BORE 20" (DEPENDING ON WATER PIPE SIZE) STEEL CASING HAVING 11/32" WALL THICKNESS (TYP. FOR ALL DRIVES WHERE THERE IS NO. EX. WATER MAIN TO BE

REMOVED) LOCATE BORE HOLES AT 10' MIN. FROM E./P.

E. "TRENCH B BACKFILL "SHALL BE PLACED UNDER AND/OR WITHIN THREE FEET OF PAVEMENT, SIDEWALK OR

CURB, WHERE TRENCH IS CONSTRUCTED (SEE ATTACHMENT), AND AS PER W.C.D.P.S. PERMIT

SPECIFICATIONS.

F. BORE WATER MAIN UNDER ALL TREES. FOR WATER MAIN IN WAYNE COUNTY RIGHT-OF-WAY, SEE " FOR TUNNELING UNDER TREES" IN THE WAYNE COUNTY SPECIFICATIONS. OTHERWISE, USE SPECIFICATIONS USED

IN SPECIFICATIONS PORTION OF THE CONTRACT DOCUMENTS.

G. PROVIDE 18" (MIN.) VERTICAL CLEARANCE BETWEEN THE PROPOSED WATER MAINS AND ANY OTHER EXISTING

UTILITIES OR SEWERS WITHIN THE RIGHT-OF-WAY.

H. ANY WATER MAIN OR STRUCTURE THAT IS TO BE ABANDONED WITHIN THE WAYNE COUNTY R.O.W. MUST BE

REMOVED COMPLETELY.

I. ALL PROPOSED ABANDON WATER MAIN LINES TO BE FILLED WITH FLOWABLE FILL MATERIAL PER WAYNE COUNTY SPECIAL PROVISION FOR FLOWABLE FILL (WC206A) OR AS DIRECTED BY THE COUNTY ENGINEER.

J. CONCRETE SHALL NOT BE PLACED DIRECTLY UPON A FROZEN SUBGRADE. THE SUBGRADE SHALL BE COVERED WITH A LAYER OF STRAW OR HAY 12 INCHES IN THICKNESS TO PROTECT AGAINST FREEZING.

SUBGRADE IS TO BE CLEANED OF ALL LOOSE STRAW BEFORE PLACING CONCRETE. CONCRETE SHALL BE COVERED WITH STRAW, HAY OR PROTECTIVE COVERING, AS SPECIFIED BY THE ENGINEER AND SHALL REMAIN IN PLACE UNTIL THE CONCRETE HAS DEVELOPED A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI

OR FOR A MINIMUM PERIOD OF 14 DAYS.

A. ALL DISTURBED UTILITIES MUST BE REPLACED OR RELOCATED AS DIRECTED BY THE COUNTY ENGINEER &

THE UTILITY COMPANY REPRESENTATIVE.

B. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING ANY CONFLICT BETWEEN THE PROPOSED WATER MAINS

AND ANY EXISTING UTILITY.

C. ALL PROPOSED UTILITIES WITHIN WAYNE COUNTY ROAD R.O.W. SHALL BE PLACED PER WAYNE COUNTY

TRENCH DETAILS "S-12" & "S-13", OR AS DIRECTED BY THE COUNTY ENGINEER.

A. SECTION CORNERS, IF DISTURBED DURING CONSTRUCTION OR DUE TO CONSTRUCTION ACTIVITIES, SHALL BE

RESET AND REWITNESSED IN ACCORDANCE WITH MICHIGAN COMPILED LAW, CHAPTER 54.

B. SECTION CORNER WITNESS POINTS SHALL BE PROTECTED AT ALL TIMES. IF DISTURBED, THEY SHALL BE

RESTORED IN ACCORDANCE WITH STATE OF MICHIGAN LAW.

C. SALVAGE OR REPLACE THE MONUMENT BOXES OF DISTURBED SECTION CORNERS AS DIRECTED BY THE

COUNTY ENGINEER.

1. TRAFFIC CONTROL NOTES:

2. EXISTING UTILITIES:

3. EXISTING SIGNS:

4. PEDESTRIAN TRAFFIC:

5. WAYNE COUNTY DPS GENERAL NOTES:

9. WAYNE COUNTY DPS ROAD PAVEMENT AND DRIVE APPROACH RECONSTRUCTION NOTES:

10. WAYNE COUNTY COMMERCIAL DRIVE APPROACH CONSTRUCTION NOTES:

6. WATER MAIN CONSTRUCTION:

7. UTILITY NOTES:

8. SECTION CORNERS:

WAYNE COUNTY (W.C.D.P.S.) NOTES

K. BEFORE PLACEMENT OF AGGREGATE BASE, WAYNE COUNTY TESTING AND INSPECTION OFFICE WILL INSPECT THE SUB-BASE AND MAY RECOMMEND UNDERCUTTING, WHICH IS TO BE BACK FILLED WITH

APPROVED MATERIAL (C.I.P).

L. OVERNIGHT VEHICLE PARKING AND STORAGE OF CONSTRUCTION MATERIALS AND EQUIPMENT ARE

NOT PERMITTED WITHIN THE WAYNE COUNTY ROADS RIGHT-OF-WAY.

M. CONTRACTOR SHALL NOTIFY THE WAYNE COUNTY TRAFFIC SIGNAL SHOP AT (734)955-2154 AT LEAST 72

HOURS PRIOR TO START OF WORK AT OR NEAR ANY SIGNALIZED INTERSECTIONS.

N. CONTRACTOR SHALL NOTIFY WAYNE COUNTY 72 HOURS PRIOR TO START OF CONSTRUCTION.

CONTACT FLOYD SPANN AT (734)858-2764.

O. MAINTAIN A SAFE AND ADEQUATE TRAVEL ROUTE FOR PEDESTRIANS AT ALL TIMES THROUGHOUT THE

PROJECT DURATION.

P. REMOVE ALL ABANDONED UNUSED WATER MAIN FROM THE COUNTY ROADS ROW OR AS DIRECTED BY

THE WAYNE COUNTY ENGINEER.

Q. THE WAYNE COUNTY ENGINEER SHALL DETERMINE IF WEATHER LIMITATIONS ALLOW FOR PAVEMENT

REMOVAL AND/OR MAY REQUIRE TEMPORARILY PAVEMENT.

R. FOR TEMPORARILY PAVEMENT REPLACEMENT OF ROADS AND/OR DRIVE APPROACHES, THE PAVEMENT MUST INCLUDE 3" OF COLD PATCH OR H.M.A. UNTIL PERMANENT REPAIR IS DONE. THESE PAVEMENTS

MUST BE MAINTAINED BY PERMIT HOLDER OR THEIR REPRESENTATIVE.

S. FOR PERMANENT PAVEMENT REPLACEMENT, PROVIDE COLD WEATHER CONCRETE PROTECTION AS

SPECIFY PER WAYNE COUNTY SPECIFICATION AND M.D.O.T. REQUIREMENT.

D-6 Commercial Driveway Approach D-7 Curb Detail A, B & C, Concrete Curb Cap, Integral Curb And Walk P-1 Primary Road Class "A" Cross Section P-2 Typical Concrete Taper P-5 Joint Layout PR-1 Pavement Repair Patching - Class "A" Road (Under 20 Years Old) PR-2 Pavement Repair Patching - Class "A" Road (Over 20 Years Old) RS-1 General Notes RS-2 Pavement Joints RS-3 Curb & Gutter Details RS-5 Concrete Sidewalk RS-21Master Plan Utility Locations S-1 General Notes - Storm Drainage S-2 Manhole A S-3 Manhole B S-5 Manhole D S-6 Catch Basin A S-7 Inlet A S-12 Sewer Trench A & B S-13 Sewer Trench D Culvert Installation S-14 Underdrain S-15 Frame And Cover A, Cover C S-16 Frame And Cover S S-17 Concrete Cradle, Cast Iron Trap

PRE CONSTRUCTION MEETING

11. PIPE BURSTING NOTES:

A. THE CONTRACTOR IS TO EXERCISE DUE CARE AND CAUTION TO PROTECT COUNTY FACILITIES FROM DAMAGE DURING

THE PIPE BURSTING OPERATION. THE PERMIT HOLDER AND CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES THAT COUNTY FACILITIES SUSTAIN AS A RESULT OF PIPE BURSTING OPERATION. REPAIR OF ANY FACILITES

SHALL BE AS DETERMINED BY THE COUNTY ENGINEER.

B. THE CONTRACTOR IS TO CLOSELY MONITOR THE AFFECTS THE PIPE BURSTING HAS ON OTHER UTILITIES WITHIN THE CONSTRUCTION INFLUENCE AREA. THE REPAIR OF ANY DAMAGES TO OTHER FACILITIES SHALL BE THE RESPONSIBILITY

OF THE PERMIT HOLDER/CONTRACTOR.

C. SHOULD ANYTHING PREVENT THE COMPLETION OF THE INSTALLATION OF THE WATER MAIN USING THE PIPE BURSTING METHOD, THE REMAINDER OF THE WATER MAIN SHALL BE CONSTRUCTED BY METHODS APPROVED BY THE WAYNE

COUNTY ENGINEER.

D. PIPE FOR PIPE BURSTING SHALL BE FUSABLE HDPE (AWWA C906), DR-11, 200 PSI, WITH BUTT FUSED JOINTS PER

SPECIFICATION SECTION 33 01 30.24 PIPE BURSTING.

E. TRACER WIRE SHALL BE INSTALL ON ALL WATER MAIN.

F. CONTRACTOR SHALL POTHOLE, LOCATE, AND OBTAIN ELEVATION OF GAS MAIN, GAS SERVICE, WATER MAIN, WATER SERVICES, SEWERS, UNDERGROUND TELEPHONE, ELECTRIC, CABLE TV AND ALL OTHER BURIED UTILITEIS PRIOR TO BEGINNING PIPE BURSTING WORK. SEE PIPE BURSTING SPECIFICATIONS FOR REQUIREMENTS FOR BORE PATH

PLANNING.

G. WATER SERVICES CONNECTED TO PVC WATER MAINS SHALL USE BRONZE, FULLY CIRCULAR SERVICE SADDLES PER SPECIFICATION SECTION 33 1100. WATER SERVICE CONNECTIONS LARGER THAN 1” ON PIPE BURST WATER MAINS

REQUIRE A RESTRAINING HARNESS.

H. IF THE ROAD PAVEMENT HEAVED/DAMAGED, THE CONTRACTOR IS RESPONSIBLE TO RECONSTRUCT THE ROAD PAVEMENT PER NOTES & DETAILS SHOWN AND MUST STOP THIS METHOD AND CHOOSE ANOTHER METHOD OF WATERMAIN REPLACEMENT AS DIRECTED BY THE WAYNE COUNTY ENGINEER. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ROADS, SIDEWALKS, TREES, SIGNAGE AND DRIVEWAYS AS A RESULT OF PIPE BURSTING AND/OR CONTRACTOR OPERATIONS.

A. SAW-CUT FULL DEPTH THE EXISTING PAVEMENT TO THE NEAREST JOINT WITHIN WAYNE COUNTY ROAD RIGHT-OF-WAY AND REMOVE THE EXISTING PAVEMENT AND CURB OR AS DIRECTED BY WAYNE COUNTY

ENGINEER.

B. CONSTRUCT WAYNE COUNTY ROAD PAVEMENT PER WAYNE COUNTY STANDARDS DETAIL "PR-I" OR "PR-2" AS

APPLICABLE, OR AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

C. PLACE 9" OF 21AA AGGREGATE COMPACTED TO MINIMUM 95% DENSITY OF MAXIMUM UNITE WEIGHT OR AS

DIRECTED BY WAYNE COUNTY ENGINEER.

D. CONSTRUCT WAYNE COUNTY ROAD PAVEMENT REPAIR WITH MINIMUM 2" H.M.A. TOP (F) ON MINIMUM 10" NON-REINFORCED CONCRETE WC 35 P MIX (3500 PSI AT 28 DAYS) AND INTEGRAL STRAIGHT CURB TYPE "4" AS PER WAYNE COUNTY STANDARDS DETAIL "RS-3" OR AS DIRECTED BY WAYNE COUNTY ENGINEER.

E. TIE THE NEW PAVEMENT TO THE EXISTING PAVEMENT WITH #5 EPOXY COATED THE BARS AT MAXIMUM 43-INCH ON CENTER LONGITUDINALLY AND AT 18-INCH ON CENTER TRANSVERSELY AS PER WAYNE COUNTY

STANDARDS DETAIL "RS-2" OR AS DIRECTED BY THE COUNTY ENGINEER.

F. PLACE THE CONSTRUCTION JOINTS OF THE NEW PAVEMENT TO MATCH THE EXISTING PAVEMENT JOINTS OR

AS DIRECTED BY WAYNE COUNTY ENGINEER.

G. REPLACE ANY DAMAGED CURB AS A RESULT OF THIS PROJECT ACTIVITY AS PER WAYNE COUNTY STANDARD

DETAIL "D-7" OR AS DIRECTED BY THE COUNTY ENGINEER.

H. ANY DAMAGED UNDERDRAIN AS A RESULT OF THIS PROJECT ACTIVITY SHALL BE RECONSTRUCTED AS PER

WAYNE COUNTY STANDARD DETAIL "S-14" OR AS DIRECTED BY THE COUNTY ENGINEER.

I. ANY DAMAGED SIDEWALK AS A RESULT OF THIS PROJECT ACTIVITY SHALL BE RECONSTRUCTED AS PER

WAYNE COUNTY DETAILS "RS-5" OR AS DIRECTED BY THE COUNTY ENGINEER.

L. MAINTAIN 2% MAXIMUM TRANSVERSAL SLOPE ON THE SIDEWALK.

M. ANY DAMAGED SIDEWALK RAMPS SHOULD BE REPLACED TO MATCH THE ADA REQUIREMENTS AS PER M.D.O.T.

STANDARDS DETAIL "R-28-I" ON SHEETS SD-8 AND SD-9.

N. STRUCTURE ADJUSTMENT SHALL BE DETERMINED AT THE SITE BY WAYNE COUNTY ENGINEER.

O. RELOCATE, RESTORE OR REPLACE ANY TRAFFIC SIGNS THAT ARE AFFECTED BY THIS CONSTRUCTIONS AS

DIRECTED BY THE COUNTY ENGINEER.

P. CURB HEIGHT ADJUSTMENT WILL BE DETERMINED AT SITE AS DIRECTED BY THE WAYNE COUNTY ENGINEER

TO MAINTAIN A POSITIVE FLOW FOR OVER CURB DRAINAGE.

Q. FOR COMMERCIAL DRIVE APPROACHES RECONSTRUCT THE EXISTING DRIVE APPROACH OPENING PER

WAYNE COUNTY STANDARDS DETAILS "D-6" OR AS DIRECTED BY WAYNE COUNTY ENGINEER.

R. ANY DAMAGED STRUCTURE AS RESULT OF THIS CONSTRUCTION ACTIVITY SHALL BE ADJUSTED AND/OR

RECONSTRUCTED AS DIRECTED BY THE WAYNE COUNTY ENGINEER.

Know what's below.

before you dig.Call

R

APPR.

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

MANAGER:

DATE

DESIGNED BY: SEAL / STAMP

E D C B A

FILE No.

DRAWING No.

DWSD CONTRACT No.

REF. No.

PORTION CODERANGESECTION MAP SECTIONTOWN

EGLE CWSRF Project No.

CITY OF DETROIT

WATER AND SEWERAGE DEPARTMENT

DETROIT WATER AND SEWERAGE DEPARTMENT

CAPITAL IMPROVEMENT PROJECT

OHM-ADVISORS.COMARCHITECTS ENGINEERS PLANNERS

R

G-5

1145 Griswold, Suite 200 Detroit, MI 48226 P (313) 481-1250

PERMIT SUBMITTAL

PERMIT RESUBMITTAL

TASK 9 WATER MAIN DESIGN

WAYNE COUNTY DPS STANDARD NOTES

CS-1921B

WS-741

AT

SM

GT

CE

9/4/24

2/28/25

GT AT

GT AT

LEGEND

NEW D.I. WATER MAIN"

EXISTING WATER MAIN

EXIST. WATER MAIN TO BE ABANDONED

PREVIOUSLY ABANDONED WATER MAIN

EXISTING WATER MAIN ENCASED

NEW GATE VALVE & WELL

XX' N.N.

XX' E.W.

NEW GATE VALVE & WELL LOCATION CALL OUT

XX' NORTH OF NORTH LINE/EAST OF WEST LINE ETC.

NEW GATE VALVE & BOX

EXISTING GATE VALVE & WELL

EXISTING GATE VALVE & BOX

EXISTING WATER MANHOLE

EXISTING HANDHOLE

NEW OR RELOCATED FIRE HYDRANT

EXISTING FIRE HYDRANT

EXISTING BLOW OFF

WATER SERVICE SHUT-OFF, STOP/CURB BOX

WATER METER, METER IN PIT

EXISTING SANITARY SEWER

NEW SEWER MANHOLE

NEW SEWER

EXISTING STORM SEWER

DETROIT THERMAL, LLC STEAM MAIN & MANHOLE

DTE GAS MAIN & MANHOLE

ELECTRICAL CONDUIT & MANHOLE

TELECOMMUNICATION CONDUIT & MANHOLE

PLA CONDUIT & MANHOLE OR HANDHOLE

FIBER OPTIC CONDUIT

OVERHEAD UTILITIES

FENCE

TREES - DECIDUOUS, PINE

STUMP

UTILITY POLE

STREET LIGHT

TRAFFIC SIGNAL ON LIGHT POLE

TRAFFIC SIGNAL ON POLE OR PEDESTAL

AERIAL TRAFFIC SIGNAL

TRAFFIC SIGNAL CONTROLLER

GUY POLE

GAS DRIP OR GAS VALVE

CATCH BASIN

MAIL BOX, PARKING METER, SIGN, POST

CONCRETE MONUMENT

SURVEY CONTROL POINT

D.S.R. OR RAILROAD TRACK

CITY - COUNTY BOUNDARY LINE

ROW - RIGHT OF WAY

1. THE COORDINATES AND ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON MICHIGAN STATE PLANE, NORTH AMERICAN DATUM OF 1983 (SOUTH ZONE), AND THE DETROIT CITY DATUM. UNIT ARE INTERNATIONAL FEET. THE SURVEYOR SHOULD OBTAIN CHECK MEASUREMENTS ON LOCAL DETROIT

BENCHMARKS FOR A CHECK ON THE CONVERSION TO DETROIT CITY DATUM.

2. A DETAILED SURVEY OF THE STREETS INVOLVED IN THIS CONTRACT HAS BEEN MADE. UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE FROM FIELD MEASUREMENTS AND INFORMATION FURNISHED

TO THE ENGINEER BY THE MAJOR SERVICE COMPANIES. NO GUARANTEE IS MADE AS TO THE

ACCURACY OR COMPLETENESS.

3. THE CONTRACTOR TO VERIFY ALL EXISTING STRUCTURES AND UTILITIES IN THE FIELD PRIOR TO WORK

COMMENCING.

4. BIDDER SHALL VERIFY TYPES AND LOCATIONS OF PAVEMENTS AND CURBS OF STREETS AND ALLEYS (ESPECIALLY AT INTERSECTIONS) WITH RESPECT TO THEIR INTERFERENCE WITH THE WATER MAIN

REPLACEMENT AND/OR INSTALLATION AND SHALL INCLUDE COST OF RESTORATION USING THE

RELEVANT UNIT PRICE ITEMS.

5. ALL SIDEWALKS, DRIVEWAYS, SERVICE WALKS, CURBS, UTILITY POLES, TRAFFIC SIGNAL POLES, LIGHT POLES, TREES, LAWNS, ETC., MAY NOT BE SHOWN ON THESE DRAWINGS. THE BIDDER SHALL VISIT THE PROJECT SITE AND MAKE THEIR OWN DETERMINATION OF THE SITUATION AND INCLUDE ALL WORK AND

RESTORATION INVOLVING THESE IMPROVEMENTS USING THE RELEVANT UNIT PRICE ITEMS.

6. CONTRACTOR IS RESPONSIBLE FOR TREE TRIMMING AS REQUIRED PER PROJECT NEED IN CITY OF

DETROIT STREET RIGHT OF WAYS AND SEWER EASEMENTS IN BACKYARDS AND ALLEYS. TREE

TRIMMING MUST BE PERFORMED BY QUALIFIED PERSONNEL AND IN ADVANCE THAT MAY AFFECT

OVERHANGING LIMBS OR BRANCHES. NOTIFY THE ENGINEER IN ADVANCE OF ANY TREE TRIMMING THAT WILL NEED TO BE PERFORMED SO THAT THE ENGINEER MAY NOTIFY THE APPLICABLE CITY OF

DETROIT DEPARTMENT INSPECTOR.

7. EXACT LOCATION AND DEPTH OF EXISTING WATER MAINS AT GATE VALVES SHALL BE VERIFIED IN THE

FIELD BY THE CONTRACTOR.

8. WATER MAIN CONSTRUCTION OR REPLACEMENT IN CLOSE PROXIMITY TO UTILITY POLES, CATCH BASINS, TREES, ETC., MAY REQUIRE TUNNELING AND/OR THE USE OF CASING PIPES OR APPLYING BENDS TO OFFSET OBSTRUCTION. WHICH SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT WORK AND THEREFORE INCLUDED IN THE UNIT PRICE OF THE PIPE INSTALLATION. THE SUPPORT OF THESE STRUCTURES IF NECESSARY SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT WORK

AND THEREFORE INCLUDED IN THE UNIT PRICE OF THE PIPE INSTALLATION.

9. UNLESS OTHERWISE NOTED AND SHOWN ON THE DRAWINGS, ALL SERVICE CONNECTIONS 3-INCHES

AND LARGER ON EXISTING WATER MAINS ARE ASSUMED AS TAPPING SLEEVE AND VALVE

CONNECTIONS AND SHALL BE RECONNECTED TO THE NEW WATER MAIN BY INSTALLING TEES, GATE

VALVES AND GATE BOXES, ALL AT THE ESTABLISHED UNIT PRICE.

10. THE CONTRACTOR SHALL REPLACE ALL EXISTING FITTINGS WITH NEW FITTINGS (AT ALL WATER MAIN CONNECTIONS), AT NO ADDITIONAL COST TO THE D.W.S.D., UNLESS OTHERWISE NOTED ON DRAWINGS.

11. THE CONTRACTOR SHALL CONNECT ALL EXISTING DUCTILE IRON, CAST IRON, AND COPPER SERVICES ON PRIVATE PROPERTY TO THE NEW WATER MAIN THROUGH NEW WATER SERVICE LINE COMPONENTS IN THE PUBLIC RIGHT-OF-WAY. FOR SERVICES FOUR INCHES AND LARGER, INSTALL REQUIRED TEE, DI WATER MAIN PIPE, GATE VALVE AND GATE BOX. FOR THREE IN SERVICES, INSTALL 4 INCH TEE, 4 INCH DI WATER MAIN PIPE, 4 INCH GATE VALVE, GATE BOX, AND REDUCER. FOR SERVIES AT LEAST ONE INCH AND SMALLER THAN THREE INCHES, INSTALL CORPORATION STOP, COPPER TUBING, CURB STOP AND CURB BOX WITH FOOT PIECE SIZED FOR THE EXISTING SERVICE. FOR SERVICES SMALLER THAN ONE INCH, INSTALL 1 INCH CORPORATION STOP, 1 INCH COPPER TUBING, 1 INCH CURB STOP, CURB BOX WITH FOOT PIECE AND REDUCER. ALL LEAD WATER SERVICE LINES SHALL BE REPLACED WITH THE MINIMUM 1 INCH DIA. COPPER TUBING FROM THE NEW WATER MAIN TO WATER METERS INSIDE THE

PROPERTIES.

12. ALL RELATED PIPING AND APPURTENANCES SHALL HAVE WAX TAPE APPLICATION.

13. EXISTING GATE VALVES AND GATE WELLS TO REMAIN THAT WERE DAMAGED DURING PIPE AND/OR VALVE INSTALLATION SHALL BE REPLACED WITH THE NEW VALVE AND/OR WELL BY THE CONTRACTOR, AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO DWSD.

14. DWSD'S STANDARD CONCRETE THRUST BLOCKS SHALL BE PLACED ON ALL FITTINGS, AND OLD THRUST BLOCKS REMOVED, EXCEPT AS NOTED ON THE DRAWINGS. VERTICAL THRUST BLOCKS FOR TOP BENDS WILL REQUIRE REINFORCING STEEL. FOR VERTICAL THRUST BLOCKS AT VERTICAL BENDS, SEE D.W.S.D.

STANDARD DETAIL SHEET. THE CONTRACTOR SHALL PLACE VERTICAL THRUST BLOCKS AT ALL

VERTICAL BENDS 22-1/2 DEGREES AND LARGER.

15. THE CONTRACTOR SHALL PROVIDE TEMPORARY RESTRAINTS (BRACED PLUGS, CAPS, VALVES, ETC.) AS REQUIRED TO KEEP ALL EXISTING WATER MAINS IN SERVICE OR WITH MINIMAL SHUT DOWN TIME AS DIRECTED BY THE ENGINEER, UNLESS TEMPORARY SERVICES ARE PROVIDED. THE BIDDER SHALL

INCLUDE THIS WORK IN THE UNIT PRICE OF THE PIPE INSTALLATION.

16. IN COMPLIANCE WITH MICHIGAN PUBLIC ACT 53 OF THE ACTS OF 1974, THE CONTRACTOR SHALL NOTIFY, 3 WORKING DAYS (72 HOURS) IN ADVANCE OF CONSTRUCTION, ALL PUBLIC AND PRIVATE OWNERS HAVING EXISTING FACILITIES IN OR NEAR THE IMMEDIATE WORKING AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING UTILITY LOCATIONS AND NOTIFYING MISS DIG (PHONE 1-800-482-7171).

17. ALL SIDEWALK AND SIDEWALK RAMP REPLACEMENT, IN THE CITY OF DETROIT RIGHT-OF-WAY, SHALL BE ADA COMPLIANT. IN ADDITION, THE SIDEWALK CROSS SLOPE SHALL NOT BE GREATER THAN 2% AND SHALL BE SLOPED TO ASSURE DRAINAGE TO THE STREET (TRY TO MAINTAIN A MINIMUM 1% SLOPE IN THE DIRECTION OF FLOW). THE LONGITUDINAL SLOPE OF THE SIDEWALK RAMP SHALL NOT EXCEED 8%

- THE CURRENT ADA STANDARD.

18. MANHOLE COVERS, GATE BOXES, FIRE HYDRANTS AND ANY SURFACE ITEMS SHALL NOT BE LOCATED IN

SIDEWALK RAMPS, LANDINGS OR CROSSWALKS. STOP BOXES SHALL BE LOCATED AT THE

RIGHT-OF-WAY (PROPERTY LINE) WHICH IS 1' BEHIND THE BACK OF SIDEWALK IN MOST CASES.

19. THE BIDDER'S ATTENTION IS DIRECTED TO THE SPECIFICATIONS AND STANDARD DRAWINGS FOR THE REQUIREMENTS OF THE CITY ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS (D.P.W.), CITY OF DETROIT.

20. CURB OR CURB AND GUTTER CALLED OUT TO BE INSTALLED SHALL BE PLACED PER THE CITY OF

DETROIT'S STANDARD DETAIL INCLUDED IN THESE PLANS. FOUND AT:

HTTPS://DETROITMI.GOV/DOCUMENT/CITY-DETROIT-STREET-AND-ALLEY-STANDARDS

21. IF PARKING RESTRICTIONS ADJACENT TO THE CONTRACTOR'S WORK ZONE DO NOT ALLOW OVERNIGHT PARKING OR RESTRICT DAYTIME PARKING, THE CONTRACTOR SHALL PROVIDE ACCESS TO PRIVATE

PROPERTIES DURING ALL TIMES WITH A TEMPORARY PAVEMENT CONSTRUCTED OF 6 INCH

AGGREGATE BASE COMPACTED IN PLACE. THIS INCLUDES, BUT IS NOT LIMITED TO, PROVIDING A

TEMPORARY RAMP TO CROSS ANY TEMPORARY WATER PIPES OR EXCAVATIONS THAT MAY LIMIT

ACCESS TO DRIVEWAYS. TEMPORARY PAVEMENT SHALL BE MAINTAINED AT ALL TIMES.

22. THE TRAFFIC REQUIREMENTS SET FORTH BY THE CITY OF DETROIT DEPARTMENT OF PUBLIC WORKS (D.P.W.), TRAFFIC ENGINEERING DIVISION, THE WAYNE COUNTY DEPARTMENT OF PUBLIC SERVICES (W.C.D.P.S.) AND THE MICHIGAN DEPARTMENT OF TRANSPORTATION (M.D.O.T.) ARE INCLUDED IN THE CONTRACT SPECIFICATIONS. WHERE THE REQUIREMENTS CONFLICT, THE MOST STRINGENT WILL

GOVERN.

23. AT LOCATIONS WHERE THERE IS INSUFFICIENT VERTICAL (18") OR HORIZONTAL (3') CLEARANCE BETWEEN NEW WATER MAIN AND EXISTING UTILITIES, THE CONTRACTOR SHALL CONSTRUCT THE NEW WATER MAIN AS DIRECTED BY THE DWSD ENGINEER. THIS INCLUDES THE USE OF VERTICAL OR HORIZONTAL BENDS WHERE REQUIRED. THE USE OF BENDS SHALL BE INCIDENTAL TO THE WORK AND COSTS THEREFORE SHALL BE INCLUDED IN THE LINEAR FOOT UNIT PRICE OF PIPE INSTALLATION.

24. NEW WATER MAINS ARE TO BE INSTALLED AT A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION

MEASURED FROM OUTER EDGE OF WATER MAIN TO OUTER EDGE OF SANITARY AND/OR STORM

SEWERS. IF TEN FEET (10') HORIZONTAL CLEARANCE CANNOT BE ATTAINED, THE NEW WATER MAIN

SHALL BE INSTALLED AT THE LOCATION AS DIRECTED BY THE D.W.S.D. ENGINEER.

25. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION OUTER EDGE TO OUTER EDGE SHALL BE MAINTAINED AT ALL TIMES WHERE A WATER MAIN CROSSES A SANITARY OR STORM SEWER WITH A FULL LENGTH OF WATER MAIN PIPE CENTERED ON THE CROSSING SO THAT JOINTS AS AS FAR FROM THE SEWER CROSSING AS POSSIBLE TO MINIMIZE POTENTIAL FOR CROSS CONTAMINATION. ACTUAL DEPTHS OF EXISTING WATER MAINS AND SEWERS SHALL BE VERIFIED IN THE FIELD. REFER TO D.W.S.D.

STANDARD DETAIL NO. 312333-07

26. EXISTING WATER MAINS ARE TO BE REPLACED ACCORDING TO THE SIZE AND MATERIAL SHOWN IN THE SPECIFICATIONS AND ON THE DRAWINGS, AND DUCTILE IRON WATER MAINS ARE TO BE INSTALLED WITH AN 8-MIL POLYETHYLENE WRAP. HDPE PIPES ARE TO BE INSTALLED WITH TRACER WIRE AND GROUNDING. ALL MECHANICAL FITTINGS, BOLTS AND ACCESSORIES SHALL BE WRAPPED WITH WAX TAPE OR SIMILAR IN ADDITION TO POLYETHYLENE WRAP. FURTHER, INSTALLATION OF POLYETHYLENE

WRAP SHALL MEET THE SPECIFICATION (AND/OR MANUFACTURERS) REQUIREMENTS INCLUDING

OVERLAPPING AND JOINING INDIVIDUAL PIECES WITH APPROVED TAPE.

27. THE MINIMUM BURIAL DEPTH FOR NEW WATER MAIN SHOULD NOT BE LESS THAN 5 FEET TO PROTECT FROM FREEZING. IF THE BURIAL DEPTH WILL BE LESS THAN 5 FEET, D.W.S.D. SHALL BE NOTIFIED AND

OTHER MEANS OF INSULATION SHALL BE USED. THE FORM OF INSULATION AND LOCATION OF

INSTALLATION MAY OR MAY NOT BE INDICATED ON THE DRAWINGS. REFER TO D.W.S.D. STANDARD

DETAIL NO. 330700-01 FOR WATER MAIN TRENCH INSULATION.

28. EXISTING WATER MAINS TO BE CUT AND ABANDONED FOR NEW WATER MAIN CONSTRUCTION SHALL BE

BULK HEADED AND FILLED WITH FLOW-ABLE FILL PER THE DETAILED SPECIFICATIONS. THE

CONTRACTOR SHALL CUT AND CAP OR PLUD EXISTING WATER MAINS TO REMAIN IN SERVICE WHERE

REQUIRED.

29. THE CONTRACTOR IS REFERRED TO SPECIFICATION 31 50 00 "EXCAVATION SUPPORT SYSTEM" FOR SHEETING AND BRACING REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE SHEETING AND BRACING TO PROJECT ADJECENT PAVEMENTS, CURBS, SIDEWALKS, PIPELINES, CONDUITS, THE WORK AND PERSONNEL. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ANY AND ALL DAMAGES AND INJURIES RESULTING FROM A FAILURE TO PROVIDE ADEQUATE SHEETING AND BRACING, AT NO

ADDITIONAL COST TO D.W.S.D.

30. IF A CRANE, BACKHOE OR A BOOM WILL BE USED IN THE VICINITY OF ANY UTILITY OVERHEAD LINES, THE RESPECTIVE UTILITY STAKEHOLDER MUST BE NOTIFIED AND COORDINATED FOR CONSTRUCTION ACTIVITIES, AT LEAST THREE WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION WORK.

31. THE CONTRACTOR SHALL EXPOSE EXISTING WATER MAINS AT POINTS OF CONNECTION AND VERIFY

THEIR LOCATION AND ELEVATION PRIOR TO PIPE LAYING.

32. ALL BLOW-OFF ASSEMBLIES, PLUGS, AND CAPS TO BE INSTALLED AND/OR REMOVED BY THE CONTRACTOR HAVE NOT BEEN SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL INSTALL AND/OR REMOVE 4" BLOW-OFF ASSEMBLIES, PLUGS, AND CAPS WHERE NECESSARY AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO D.W.S.D. BLOW-OFF AND OTHER HARDWARE REMAINS THE

PROPERTY OF D.W.S.D. UNLESS OTHERWISE PROVIDED FOR IN THE DRAWINGS.

33. THE DRAWINGS INDICATE THE ARRANGEMENT, GENERAL DESIGN AND EXTENT OF THE WATER MAIN ALTERATIONS. THE MAINS AND CONNECTIONS ARE SHOWN, MORE OR LESS, IN DIAGRAM AND IN THEIR GENERAL LOCATIONS, EXCEPT WHERE IN CERTAIN CASES THE DRAWINGS MAY INCLUDE DETAILS GIVING THE EXACT LOCATION AND ARRANGEMENT. DUE TO THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, VALVES, AND ACCESSORIES THAT ARE REQUIRED.

THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND OTHER CONDITIONS

AFFECTING ALL THE WORK AND SHALL ARRANGE AND PERFORM THEIR WORK UNDER THIS CONTRACT ACCORDINGLY, FURNISHING AND INSTALLING SUCH ITEMS OF MATERIAL AS MAY BE REQUIRED TO

MEET SUCH CONDITIONS AT NO ADDITIONAL COST TO D.W.S.D.

34. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING SEWERS, WATER MAINS, DRAINS, AND DRAINAGE DITCHES INCLUDING ANY PUBLIC OR PRIVATE UTILITY, OVERHEAD OR UNDERGROUND.

IF ANY UTILITIES, DRAINS, OR DRAINAGE DITCHES ARE DAMAGED DURING CONSTRUCTION, THEY SHALL BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE D.W.S.D., TO THE SATISFACTION

OF THE ENGINEER, THE UTILITY OWNER AND THE AUTHORITIES HAVING JURISDICTION. THE

CONTRACTOR SHALL CONTACT INDIVIDUAL UTILITY COMPANY IMMEDIATELY FOLLOWING THE DAMAGE.

DAMAGE TO OTHER UTILITIES- ELECTRIC, GAS, OIL, COMMUNICATIONS ETC. BOTH OVERHEAD AND UNDERGROUND IN MOST CASES BE PERFORMED BY THE INDIVIDUAL UTILITY COMPANIES AND NOT BY

THE CONTRACTOR; HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING

ARRANGEMENTS AND PAYING FOR THE COST OF THE REPAIR.

35. REFER TO SOIL EROSION AND SEDIMENTATION CONTROL NOTES AS SPECIFIED IN STANDARD DETAILS

SHEET SD-4 AND SD-5.

36. FOR RESTORATION ITEMS, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF DETROIT DEPARTMENT OF PUBLIC WORKS CITY ENGINEERING DIVISION STANDARD SPECIFICATIONS FOR PAVING AND RELATED CONSTRUCTION AND THE MICHIGAN DEPARTMENT OF TRANSPORTATION

LATEST AVAILABLE STANDARD SPECIFICATIONS FOR CONSTRUCTION EXCEPT WHERE OTHERWISE

INDICATED ON THESE PLANS AND SPECIFICATIONS.

37. ACTUAL LOCATIONS, NUMBER AND SIZING OF ACCESS PITS FOR TRENCHLESS WATER MAIN

INSTALLATION SHALL BE DETERMINED BY THE CONTRACTOR BASED ON HIS/HER MEANS AND METHOD AND D.W.S.D. PRIOR APPROVAL. CONTRACTOR IS RESPONSIBLE FOR SIZING, SPACING, NECESSARY

SUPPORTING/BRACING WITH ASSOCIATED RESTORATION OF ACCESS PITS, TO THE SATISFACTION OF

THE DWSD AND ALSO AT NO ADDITIONAL COST TO DWSD.

38. DISTURBED PAVEMENT ACROSS INTERSECTIONS, DISTURBED PAVEMENT ACROSS THE STREET, DISTURBED SIDEWALK/SIDEWALK RAMPS AND DISTURBED DRIVEWAYS SHALL BE RESTORED WITH 6" AGGREGATE BASE COMPACTED IN PLACE WITHIN 48 HOURS. IT SHALL BE MAINTAINED UNTIL THE PAVEMENT RESTORATION IS IN PLACE. ASPHALT COLD PATCH SHALL BE REQUIRED IF THE PERMANENT

RESTORATION TAKES LONGER THAN 6 WEEKS. ALSO REFER TO AGREEMENT BETWEEN OWNER AND

CONTRACTOR FOR CONSTRUCTION CONTRACT (STIPULATED PRICE), BOOK 1 OF BIDDING DOCUMENTS

CONTRACT TIMES FOR HARD SURFACE RESTORATION.

39. COORDINATE SHUTDOWN OF THE EXISTING WATER MAIN WITH THE OWNER/ENGINEER A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE. IN ORDER TO MAKE CONNECTION AND INSTALL NEW VALES, THE EXISTING MAIN MAY ONLY BE SHUT-DOWN FOR A MAXIMUM OF TEN (10) HOUR. NO ADDITIONAL SHUTDOWNS ARE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. CONTRACTOR IS NOT

ALLOWED TO PROCEED WITH A SHUT-DOWN OF ANY EXISTING WATER MAIN WITHOUT WRITTEN

APPROVAL OF THE SHUT-DOWN REQUEST PLAN.

40. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY REPAIRS TO PRIVATE PROPERTIES THAT ARE DISTURBED DUE TO CONSTRUCTION OF PROPOSED IMPROVEMENTS, AT NO ADDITIONAL COST AND TO

THE SATISFACTION OF THE D.W.S.D.

41. CONTRACTOR TO PERFORM WORK IN ACCORDANCE WITH THE STANDARD DETAILS AND

SPECIFICATIONS INCLUDED IN THE CONTRACT DOCUMENTS.

42. STANDARD DETAILS SHOWN ON THE STANDARD DETAIL (SD) DRAWINGS SHALL BE APPLIED FOR ALL

NEW CONSTRUCTION.

43. DETAILS AND INFORMATION SHOWN ON THE TRAFFIC PLANNING (TP) DRAWINGS SHALL BE APPLIED FOR

ALL NEW CONSTRUCTION AND RESTORATION.

44. DWSD STANDARD DETAIL NO. 331413-10 AS SHOWN ON STANDARD DETAIL SHEET SHALL BE APPLIED FOR ALL SERVICE CONNECTIONS CONNECTED TO HDPE WATER MAIN, DUCTILE IRON WATER MAIN AND

ALL LINED WATER MAIN.

45. CITY OF DETROIT DEPARTMENT OF PUBLIC WORKS (DPW) HAS PROVIDED SPEED HUMPS OR SPEED

CUSHIONS IN SOME STREETS IN PROJECT AREA. DURING THE WATER MAIN INSTALLATION /

REHABILITATION IN THESE STREETS THE EXISTING SPEED HUMPS/CUSHION MAY BE IN CONFLICT WITH THE WATER MAIN ALIGNMENT AND ACCESS PIT LOCATIONS. D.W.S.D. CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH D.P.W. FOR USING ONLY D.P.W. APPROVED QUALIFIED CONTRACTOR FOR THE

REMOVAL AND RE-INSTALLATION OF SPEED CUSHION AND/OR SPEED HUMP. THE D.W.S.D.

CONTRACTOR WILL BE REIMBURSED BY D.W.S.D. FOR THE PAID WORK FROM THE PROVISIONAL

ALLOWANCE AGAINST THE INVOICE APPROVED BY THE D.P.W.

GENERAL NOTES

APPR.

F

DESCRIPTIONS / REVISIONS CHK'D

DRAWN BY:

CHECKED BY:

M…